Laserfiche WebLink
�_ra,.art.- l S.ILa=1L1W11Y�j�y y <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />UJIM <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />•�.y;, #5CONTIN000S <br />.. • REINF. SEE FND. FOR <br />QUANTITY <br />r #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />' **Alternate: <br />The reinf. bars shall be <br />;r,; • fir, ;;r, ��,: • �r Cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />T <br />TYP. CORNER BAR DETAIL - <br />0 <br />io FAAD <br />SCALE: 3/4" = 1'-0" OP <br />13'-4" <br />2'-0" x 2'-0" x V-1 <br />W/ (3) #5's E.W. <br />25'-0" <br />5'-2" 3'-10" <br />1'-4" <br />j 1'-4" <br />I <br />I <br />I <br />I <br />10'-0" <br />7)-4„ <br />L <br />TYP. <br />*I I <br />C> co <br />•' � I <br />N 6'-8" 1'_4'1 2'_0" <br />/ M \ " 1 � <br />I <br />I <br />'-4" <br />1'-8" <br />— — — — <br />I <br />q l <br />ALT I I <br />AC PAD <br />11 <br />— <br />Illr ----------------— — — — — — — — t — — — — <br />RECES <br />REFE <br />I <br />) I <br />1 TYP. @ PROVIDE 1-1/2" <br />HVAC CHASE 2 STORY S6 FOR SGD DOOR. <br />• III11 BASED ON TO MASON'S SCOPE <br />LOCATION <br />_ I FOR WIDTH <br />o <br />111 = <br />111 � <br />�i <br />1 11 INDICATES FILLED CELL <br />r <br />11 W/3000 PSI CONC. GROUT 1 <br />1111 FROM FTR. TO BEAM <br />r <br />11 W/ 1#5 REBAR_VERT. _ _ C.J. <br />11 ABOVE SLAB. TYPICAL <br />I 1111 @ ALL PLACES SHOWN 1 <br />`? <br />1 11HOOKED FTG. DOWELS 17" <br />j 1'EMBEDMENT W/ 25"- <br />I IIkXT. ABOVE SLAB "GRADE 40 �I of <br />STEEL" I III I <br />• 1 11 III a <br />1 <br />1 1 I I O rn <br />11 II <br />11 I II x <br />1 1 I I O <br />`r <br />o0 <br />c, <br />13Y2" MIN)000 PSI CONC. SLAB 111 <br />M <br />`° <br />FOR HERNANDO COUNTY ONLY i l <br />13Y2" MIN. ��00 PSI CONC. SLAB OVER <br />16 MIL VISQVEEN VAPOR BARRIER <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />• <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />J <br />TYP. @ <br />2 STORY <br />F <br />9 <br />r 1 1 15'4" 6-3-2-5" 12' PLUMBING LINE TO <br />• I 1 1 I SECOND FLOOR = o c I 11 I Y <br />'0'-0" ELEV. _ Q <br />_ u' <br />I FIN CONC. SLAB � - -T-- <br />I 11 I o • <br />o I 11 <br />v 4'-0"x3'-0"x1'4) 111 <br />2'-01'x2'-0"x1'-0" I o <br />W/ (4) #5 E.W. 1 1 14'-5" W/ (3) #5 E.W. 10'-7 1/2" M <br />O <br />M I I ih I • <br />1— — — — — — — —— — — — — — — — — — — — — — — -- <br />-0 <br />op <br />• <br />• 1 <br />4" STEP 3 1/2% <br />S6 I`-1 DOWN C I & 1 c� <br />OF 6)�rr 0„ MIN. S3 1 '-10" M I <br />10 TYP. @ <br />2 STORY I _ K o <br />S3 I 3'. 0" 11 <br />BUILDER TO PROVID <br />I I w APPLIANCE PROTECTIO in <br />TOP OF CONC .I RECESS FOR FRT. DOOR I ap I WHEN REQUIRED PER FBC! <br />PAVER TO BE 4" 1 I � 1 <br />I PROVIDEI/2-x91/2 I I <br />BELOW FIN. FLR. I _ I 9'-4" 9'-4" 1 • <br />C.J. 1 <br />12" oo I <br />TYP. @ I 9 <br />z ENTRY 1'44" 1 1 I o <br />0 12'-6"Ir-x2'-6"x1'-0' I TYP. @ 9 <br />O U I W/ (3) #5 E.W. I SINGLE r <br />LL N j • STORY <br />r, (2) # VERTICALS 17 - <br />I W/IN FILLED CELL I • A <br />z M N J I S3 <br />I _ <br />0N <br />0 3'-0x5'-0x1'-0�1 S3Q -, HB <br />I o <br />u_ '- In WJ #5 @ 8" O.C. S3 <br />E.W. L- ------ ------ ----- - - - - - - - - c� <br />• -I he • <br />6'-4" <br />25--0" <br />16'-8" <br />18'-8" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX -F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />11 000�� <br />pIc~n <br />O N <br />FOUNDATION PLAN - ELEV-A <br />SCALE: Y4'=1'-0" <br />tD L <br />s <br />X <br />N C. <br />N ~' <br />Lo <br />Q Y, <br />.�-- <br />U , <br />J •J L •~.• <br />>>a• u1 <br />ti=` • DNS �� � <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />h ur) <br />W Co <br />F E r o � m n 7k <br />Q N <br />O N J <br />�6C <br />C o Ow seJ w <br />0ENJCa <br />O <br />C a Y <br />LL LL d <br />J 0 <br />° <br />�C,4co O LL <br />a <br />LL (3 Z N M Z J O <br />LL <br />OU -y <br />_ ❑❑❑ <br />W <br />0 <br />Z i14 io <br />Z <br />Z � <br />Q � <br />J <br />_0 <br />� <br />C1 <br />11W,, <br />0 LU LL <br />�_ w W <br />� <br />.LL,$ <br />V <br />O <br />V) c m <br />u W E <br />'® <br />a <br />Q Y <br />S <br />o <br />M <br />0:CI),Z <br />QU— <br />a E <br />E: O <br />s� <br />'s <br />Zo <br />0 <br />wa <br />Z <br />I_ <br />_ <br />N <br />¢a <br />o <br />a $ <br />Uo <br />o <br />iE <br />L <br />< 0 <br />z <br />W s <br />m0 <br />z <br />zU) <br />=UYUz0 <br />- <br />J <br />yO <br />?b <br />>Z <br />g k <br />LL <br />go <br />W <br />C,Y <br />O <br />o <br />O <br />c� <br />co <br />m <br />� <br />O <br />� <br />00 <br />N <br />O <br />CJ N <br />Li i <br />T <br />Q N <br />T <br />ci <br />m <br />C\V <br />y 04 <br />c <br />Z <br />Z <br />C <br />E T— 0m <br />y <br />C <br />a <br />U J Q o <br />3 <br />JOB <br />NO: 22-02364 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />